What is the required weight for a wind load of 0.42kN/m² on a mounted post?

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Homework Help Overview

The discussion revolves around determining the appropriate weight to apply to a horizontally mounted post to achieve a specified wind load of 0.42 kN/m². Participants are exploring the implications of this load in the context of a testing setup for a product, specifically a delineator post.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants are attempting to understand how to convert the pressure load into a corresponding weight, questioning the area over which the load is applied. There are discussions about the method of applying the load and the specifics of the product being tested.

Discussion Status

Some participants have provided insights into the nature of the loading and the importance of safety in the testing process. There is an ongoing exploration of how to calculate the required weight based on the surface area of the post and the wind load specified in the British standard. Multiple interpretations of the problem are being discussed, particularly regarding the area calculations and the application method of the load.

Contextual Notes

Participants note that the British standard referenced may require specific interpretations and that the details of the test setup, including the method of hanging the weight, are crucial for accurate results. There is also mention of the difficulty in acquiring the full standard document, which may limit access to complete guidelines.

Darryl Meek
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I am setting up a test and the brief is as follows;

1. Mount a post horizontally on to a wall.
2. Apply a load corresponding to 0.42kN/m² at the centre of the post.

What weight corresponds to 0.42kN/m²?
 
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Homework Statement


How do I determine what weight gives 0.42kN/m²?
I have been asked to set up a test for a product as follows;
a) mount a post horizontally on a wall
b) apply a load corresponding to 0.42kN/m² at the centre of the post.
What weight do I hang off of the post to give this load?

Homework Equations

The Attempt at a Solution

 
It depends on what area will the weight push (or pull) on.
How do you apply such a load (pressure) at the center (a point)?
 
Darryl Meek said:

Homework Statement


How do I determine what weight gives 0.42kN/m²?
I have been asked to set up a test for a product as follows;
a) mount a post horizontally on a wall
b) apply a load corresponding to 0.42kN/m² at the centre of the post.
What weight do I hang off of the post to give this load?

Homework Equations

The Attempt at a Solution

You have a force distributed over an area, something equivalent to a pressure.

It's not clear what kind of product you are testing. Applying this type of load to a post implies you are testing the post itself. Since this test apparently involves the use of a port which is cantilevered from a wall, you should check to connection of the post to the wall and the strength of the post itself, before mounting or hanging anything. Safety first.

I suggest you ask for further clarification from whoever asked to set up this test.
 
SteamKing said:
You have a force distributed over an area, something equivalent to a pressure.

It's not clear what kind of product you are testing. Applying this type of load to a post implies you are testing the post itself. Since this test apparently involves the use of a port which is cantilevered from a wall, you should check to connection of the post to the wall and the strength of the post itself, before mounting or hanging anything. Safety first.

I suggest you ask for further clarification from whoever asked to set up this test.

Sorry! It was a bit vague. You're right, safety first. I assure you that this will be a safe test. The product is a Ø60 tube made from HDPE but has a polyurethane base. It measures 900mm long. The test is to hang the weight on the centre of the post for 120 seconds and then remove the load before measuring the temporary deflection of the post. I'm just not sure how to calculate the weight to hang at the half way point of the post in order to achieve 0.42kN/m²
 
Darryl Meek said:
Sorry! It was a bit vague. You're right, safety first. I assure you that this will be a safe test. The product is a Ø60 tube made from HDPE but has a polyurethane base. It measures 900mm long. The test is to hang the weight on the centre of the post for 120 seconds and then remove the load before measuring the temporary deflection of the post. I'm just not sure how to calculate the weight to hang at the half way point of the post in order to achieve 0.42kN/m²
In addition, the test is specified in a British standard. BSI will not comment on the standards content. They just say it's down to interpretation.
 
Darryl Meek said:
In addition, the test is specified in a British standard. BSI will not comment on the standards content. They just say it's down to interpretation.
Regardless of whether this figure is in a British Standard or whatever, this doesn't change the nature of the loading; it's still a force distributed over an area, something which difficult to achieve by simply hanging a weight on a tube. What are the details of how the weight is to be hung from the tube? Are you using hooks, a strap, what? Which British Standard are you trying to satisfy?
 
SteamKing said:
Regardless of whether this figure is in a British Standard or whatever, this doesn't change the nature of the loading; it's still a force distributed over an area, something which difficult to achieve by simply hanging a weight on a tube. What are the details of how the weight is to be hung from the tube? Are you using hooks, a strap, what? Which British Standard are you trying to satisfy?

The British Standard is BS EN12899-3:2007. Clause 7.4.1.1 states "Precondition three new delineator posts for at least 4 hours at a temperature of 23°C ±2°C. That shall be fixed horizontally in a base clamp so that the ground line is level with the top of the clamp. Apply a test load in the traffic direction corresponding to 0.42kN/m² (42kg) in the middle of the delineator post. After 120 seconds measure the temporary deflection at the top of the delineator post with the test load still applied.

Remove the test load and after 120 seconds measure the permanent deflection at the top of the delineator post.

Report the measured values of the temporary and permanent deflection as a percentage of the total height of the delineator above the ground line"
 
OK. Here's my attempt.

Surface area of my post is 0.6318m²

0.6318m² is 6.318% of 1m²

If 1 kN/m² = 100 kg/m² then 0.42kN/m² = 42kg/m²

Therefore, 6.318% of 42kg = Application load for 0.6318m² surface area = 2.65kg
 
  • #10
Darryl Meek said:
OK. Here's my attempt.

Surface area of my post is 0.6318m²

0.6318m² is 6.318% of 1m²

If 1 kN/m² = 100 kg/m² then 0.42kN/m² = 42kg/m²

Therefore, 6.318% of 42kg = Application load for 0.6318m² surface area = 2.65kg
Except 0.6318 m2 is 63.18% of 1 m2 [you move the decimal point over two places to the right to convert to percentage.]

Is 0.6318 m2 supposed to be the surface area of your test post?
 
  • #11
Hi SteamKing,

Thank you for looking at this. This is my error, the area is 0.06318m².
 
  • #12
From what I have been able to gather, the figure 0.42 kN/m2 from BS EN12899-3 is a wind loading, which is to be used to check the strength of "Delineator posts and retroreflectors", either during their design or their selection for use in road works.

Without being able to acquire a complete copy of this standard (it's more than US $300), I think for your test, what is required is that you calculate the total windage area of the post and any reflectors or other items intended to be attached. By windage area, I mean total up the area of any and all flat surfaces (including the width x height of the post itself) and then multiply this windage area in m2 by the wind pressure of 0.42 kN/m2. This will give a total load for the post and its attachments in kN.

For instance, if your total windage area is 1.5 m2, then the test load will be 1.5 m2 x 0.42 kN/m2 = 0.63 kN = 630 N, or roughly 63 kg.

For your test, after mounting the post horizontally, then apply the load in kN [or kg] (which you calculated in the previous step) to the center of the post. Make the measurements of deflection as required by the standard.

I think if you have any detailed questions about this procedure, a civil engineer (CE) should be able to advise you in more detail (I don't know if you have a CE handy at your work).
 

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